Bridge Statistics for Easton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 3Before 1900
- 11900-1909
- 11910-1919
- 11930-1939
- 11940-1949
- 181950-1959
- 11960-1969
- 191980-1989
- 172000-2009
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 31970-1979
- 21980-1989
- 21990-1999
- 52000-2009
- 32010-2019
- Bridge Condition - Deck
- 3.1%Excellent
- 9.4%Very good
- 43.8%Good
- 43.8%Satisfactory
- Bridge Condition - Superstructure
- 2.9%Excellent
- 8.6%Very good
- 45.7%Good
- 31.4%Satisfactory
- 8.6%Fair
- 2.9%Poor
- Bridge Condition - Substructure
- 45.7%Good
- 31.4%Satisfactory
- 22.9%Fair
- Bridge Condition - Channel
- 22.2%Very good
- 5.6%Good
- 16.7%Satisfactory
- 33.3%Fair
- 22.2%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 28488, Location: 13TH ST.INTERCHANGE (Lat: 40.695233, Lng: -75.228306), Route carried "on" structure: US 22, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 34,129 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 51,504 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 2019 (LR 48021)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.895, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $210,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28488, Location: 13TH ST.INTERCHANGE (Lat: 40.695233, Lng: -75.228306), Route carried "on" structure: US 22, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 34,129 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 51,504 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 2019 (LR 48021)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.895, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $210,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28491, Location: 0.25 MI.W.PA.611 EXIT (Lat: 40.695944, Lng: -75.215439), Route carried "on" structure: US 22, Year Built: 1954, Year Reconstructed: 1984, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 34,129 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 51,504 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUSHKILL DR.,CEM. DR.,CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.348, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.00m (62.34ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: November 2016, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $574,000, Total Project Cost: $2,630,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28491, Location: 0.25 MI.W.PA.611 EXIT (Lat: 40.695944, Lng: -75.215439), Route carried "on" structure: US 22, Year Built: 1954, Year Reconstructed: 1984, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 34,129 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 51,504 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUSHKILL DR.,CEM. DR.,CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.348, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.00m (62.34ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: November 2016, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $574,000, Total Project Cost: $2,630,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28492, Location: PA 611 EXIT (Lat: 40.694217, Lng: -75.212981), Route carried "on" structure: US 22, Year Built: 1954, Year Reconstructed: 1984, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 34,129 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 51,504 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUSHKILL CREEK & DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.348, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $261,000, Total Project Cost: $1,198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28492, Location: PA 611 EXIT (Lat: 40.694217, Lng: -75.212981), Route carried "on" structure: US 22, Year Built: 1954, Year Reconstructed: 1984, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 34,129 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 51,504 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUSHKILL CREEK & DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.348, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $261,000, Total Project Cost: $1,198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28545, Location: OVER REDINGTON RD. (Lat: 40.631953, Lng: -75.278097), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 34,942 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 39,544 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2014(LR 48090)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28545, Location: OVER REDINGTON RD. (Lat: 40.631953, Lng: -75.278097), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 34,942 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 39,544 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2014(LR 48090)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $22,000, Total Project Cost: $102,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28549, Location: OVER ISLAND PK.RD. (Lat: 40.645617, Lng: -75.256889), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 33,332 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 34,881 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2012(LR 48010)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.449, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28549, Location: OVER ISLAND PK.RD. (Lat: 40.645617, Lng: -75.256889), Route carried "on" structure: Interstate 78, Year Built: 1987, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 33,332 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 34,881 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2012(LR 48010)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.449, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28626, Location: DR.GEORGE S. SMITH BRIDGE (Lat: 40.687003, Lng: -75.208328), Route carried "on" structure: State highway 611, Year Built: 1912, Year Reconstructed: 1991, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 18,465 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 26,006 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RIVER, Facility Carried by Structure: DR.GEO.S.SMITH BRG
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 12.268, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: July 2020
Structure Number: 28626, Location: DR.GEORGE S. SMITH BRIDGE (Lat: 40.687003, Lng: -75.208328), Route carried "on" structure: State highway 611, Year Built: 1912, Year Reconstructed: 1991, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 18,465 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 26,006 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RIVER, Facility Carried by Structure: DR.GEO.S.SMITH BRG
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 12.268, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: July 2020
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Structure Number: 28628, Location: N.RIVERSIDE DR.,EASTON (Lat: 40.695644, Lng: -75.205525), Route carried "on" structure: Spur State highway 611, Year Built: 1950, Year Reconstructed: 2016, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 4,137 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,422 (year 2032), Design Load: HL 93, Features Intersected: BUSHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $257,000, Total Project Cost: $1,177,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28628, Location: N.RIVERSIDE DR.,EASTON (Lat: 40.695644, Lng: -75.205525), Route carried "on" structure: Spur State highway 611, Year Built: 1950, Year Reconstructed: 2016, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 4,137 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,422 (year 2032), Design Load: HL 93, Features Intersected: BUSHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $257,000, Total Project Cost: $1,177,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28709, Location: MORGAN HILL ROAD (Lat: 40.670097, Lng: -75.214397), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 10,831 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: I-78(TOLL RD.DRJTBC), Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.768, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28709, Location: MORGAN HILL ROAD (Lat: 40.670097, Lng: -75.214397), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 10,831 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,600 (year 2039), Design Load: HS 25 or greater, Features Intersected: I-78(TOLL RD.DRJTBC), Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.768, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28719, Location: APPLEBUTTER RD. OVER I-78 (Lat: 40.624344, Lng: -75.282753), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 15.67m (51.41ft), Average Daily Traffic: 1,116 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,091 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 78(LR 1045), Facility Carried by Structure: SR 2012 (LR 48010)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.323, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28719, Location: APPLEBUTTER RD. OVER I-78 (Lat: 40.624344, Lng: -75.282753), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 15.67m (51.41ft), Average Daily Traffic: 1,116 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 1,091 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 78(LR 1045), Facility Carried by Structure: SR 2012 (LR 48010)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.323, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28728, Location: CEDARVILLE RD. (Lat: 40.676097, Lng: -75.194197), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 2,832 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,500 (year 2038), Design Load: HS 25 or greater, Features Intersected: I-78, Facility Carried by Structure: SR 2016(LR 48121)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.569, Lanes on structure: 2, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28728, Location: CEDARVILLE RD. (Lat: 40.676097, Lng: -75.194197), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 2,832 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,500 (year 2038), Design Load: HS 25 or greater, Features Intersected: I-78, Facility Carried by Structure: SR 2016(LR 48121)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.569, Lanes on structure: 2, Lanes under structure: 6, Owner: Local Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28729, Location: 13TH ST.INTERCHANGE (Lat: 40.694839, Lng: -75.230297), Route carried "on" structure: State highway , Year Built: 1954, Year Reconstructed: 1975, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,804 (year 2032), Design Load: HS 20, Features Intersected: SR 22 (LR 773), Facility Carried by Structure: SR 2017 (LR 48019)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $210,000, Total Project Cost: $963,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28729, Location: 13TH ST.INTERCHANGE (Lat: 40.694839, Lng: -75.230297), Route carried "on" structure: State highway , Year Built: 1954, Year Reconstructed: 1975, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,804 (year 2032), Design Load: HS 20, Features Intersected: SR 22 (LR 773), Facility Carried by Structure: SR 2017 (LR 48019)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $210,000, Total Project Cost: $963,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28731, Location: 0.5MI.N.OF WILSON BORO (Lat: 40.699869, Lng: -75.252356), Route carried "on" structure: State highway , Year Built: 1942, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,236 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 6,805 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO BUSHKILL CK., Facility Carried by Structure: SR 2017 (LR 48019)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.295, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28731, Location: 0.5MI.N.OF WILSON BORO (Lat: 40.699869, Lng: -75.252356), Route carried "on" structure: State highway , Year Built: 1942, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,236 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 6,805 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO BUSHKILL CK., Facility Carried by Structure: SR 2017 (LR 48019)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.295, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28737, Location: 13TH STREET (Lat: 40.696417, Lng: -75.228300), Route carried "on" structure: State highway , Year Built: 1886, Year Reconstructed: 1927, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 13,682 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,327 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2019 (LR 48021)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.431, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $101,000, Total Project Cost: $464,000
Structure Number: 28737, Location: 13TH STREET (Lat: 40.696417, Lng: -75.228300), Route carried "on" structure: State highway , Year Built: 1886, Year Reconstructed: 1927, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 13,682 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,327 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2019 (LR 48021)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.431, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $101,000, Total Project Cost: $464,000
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Structure Number: 28738, Location: NORTH THIRD STREET (Lat: 40.695058, Lng: -75.209456), Route carried "on" structure: State highway , Year Built: 1894, Year Reconstructed: 2016, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 12,331 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 11,245 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2023 (LR 165)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 4.7m (15.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $495,000, Total Project Cost: $2,269,000
Structure Number: 28738, Location: NORTH THIRD STREET (Lat: 40.695058, Lng: -75.209456), Route carried "on" structure: State highway , Year Built: 1894, Year Reconstructed: 2016, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 12,331 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 11,245 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2023 (LR 165)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 4.7m (15.4ft), Right: 4.7m (15.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $495,000, Total Project Cost: $2,269,000
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Structure Number: 28746, Location: NORTHWOOD AVE (Lat: 40.710575, Lng: -75.245978), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,594 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 9,160 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2032 (LR 48020)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.111, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28746, Location: NORTHWOOD AVE (Lat: 40.710575, Lng: -75.245978), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,594 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 9,160 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2032 (LR 48020)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.111, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28747, Location: BUSHKILL PARK ROAD (Lat: 40.703433, Lng: -75.252614), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,844 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2034 (LR 48123)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28747, Location: BUSHKILL PARK ROAD (Lat: 40.703433, Lng: -75.252614), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,844 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 2034 (LR 48123)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28824, Location: NEAR SR 2019 (Lat: 40.700822, Lng: -75.241700), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2030), Design Load: H 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28824, Location: NEAR SR 2019 (Lat: 40.700822, Lng: -75.241700), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2030), Design Load: H 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: EDGEWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28912, Location: HUGH MOORE PARK - CANAL (Lat: 40.669897, Lng: -75.236997), Route carried "on" structure: City street , Year Built: 1905, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: LEHIGH RIVER, Facility Carried by Structure: GLENDON HILL ROAD
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $121,000, Total Project Cost: $554,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28912, Location: HUGH MOORE PARK - CANAL (Lat: 40.669897, Lng: -75.236997), Route carried "on" structure: City street , Year Built: 1905, Year Reconstructed: 2012, Status: Posted for load, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 20, Features Intersected: LEHIGH RIVER, Facility Carried by Structure: GLENDON HILL ROAD
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $121,000, Total Project Cost: $554,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28913, Location: S OF SR 22, @ BUSHKILL DR (Lat: 40.694053, Lng: -75.213303), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 2011, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 3,080 (year 1977), Truck Traffic: 5%, Average Future Daily Traffic: 5,050 (year 2027), Design Load: HL 93, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: BUSHKILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $340,000, Total Project Cost: $1,557,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28913, Location: S OF SR 22, @ BUSHKILL DR (Lat: 40.694053, Lng: -75.213303), Route carried "on" structure: City street , Year Built: 1953, Year Reconstructed: 2011, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 3,080 (year 1977), Truck Traffic: 5%, Average Future Daily Traffic: 5,050 (year 2027), Design Load: HL 93, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: BUSHKILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $340,000, Total Project Cost: $1,557,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28914, Location: CITY OF EASTON (Lat: 40.691475, Lng: -75.204208), Route carried "on" structure: City street , Year Built: 1896, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 16.95m (55.61ft), Average Daily Traffic: 18,700 (year 2017), Average Future Daily Traffic: 23,000 (year 2037), Features Intersected: DELAWARE RIVER, Facility Carried by Structure: Northampton Street
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 91.4m (299.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 17.80m (58.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: August 2016, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $125,000, Total Project Cost: $575,000, Deck Structure Type: Open Grating
Structure Number: 28914, Location: CITY OF EASTON (Lat: 40.691475, Lng: -75.204208), Route carried "on" structure: City street , Year Built: 1896, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 16.95m (55.61ft), Average Daily Traffic: 18,700 (year 2017), Average Future Daily Traffic: 23,000 (year 2037), Features Intersected: DELAWARE RIVER, Facility Carried by Structure: Northampton Street
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 91.4m (299.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 17.80m (58.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: August 2016, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $125,000, Total Project Cost: $575,000, Deck Structure Type: Open Grating
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Structure Number: 28915, Location: CITY OF EASTON (Lat: 40.694508, Lng: -75.203667), Route carried "on" structure: US 22, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: H 20, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 543.797, Lanes on structure: 4, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 164.6m (540.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2016, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28915, Location: CITY OF EASTON (Lat: 40.694508, Lng: -75.203667), Route carried "on" structure: US 22, Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: H 20, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 543.797, Lanes on structure: 4, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 164.6m (540.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2016, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28916, Location: CITY OF EASTON (Lat: 40.695000, Lng: -75.204997), Route carried "on" structure: US 22, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Features Intersected: PA 611(SR0611)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 543.797, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28916, Location: CITY OF EASTON (Lat: 40.695000, Lng: -75.204997), Route carried "on" structure: US 22, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Features Intersected: PA 611(SR0611)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 543.797, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28917, Location: CITY OF EASTON (Lat: 40.694447, Lng: -75.209392), Route carried "on" structure: US 22, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20, Features Intersected: N. 3RD ST (SR 2023)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 543.315, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28917, Location: CITY OF EASTON (Lat: 40.694447, Lng: -75.209392), Route carried "on" structure: US 22, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20, Features Intersected: N. 3RD ST (SR 2023)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 543.315, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28918, Location: CITY OF EASTON (Lat: 40.695000, Lng: -75.209997), Route carried "on" structure: US 22, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20, Features Intersected: NORTH BANK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 543.234, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.5m (54.1ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28918, Location: CITY OF EASTON (Lat: 40.695000, Lng: -75.209997), Route carried "on" structure: US 22, Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 30,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20, Features Intersected: NORTH BANK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 543.234, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: Local Toll Authority, Maintenance Responsibility: Private, Approaching Roadway Width: 16.5m (54.1ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 41043, Location: W.B.OVER REDINGTON RD. (Lat: 40.632061, Lng: -75.278469), Route carried "on" structure: Interstate 78, Year Built: 2000, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 35,449 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 39,527 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2014(LR 48090)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.999, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41043, Location: W.B.OVER REDINGTON RD. (Lat: 40.632061, Lng: -75.278469), Route carried "on" structure: Interstate 78, Year Built: 2000, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 35,449 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 39,527 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2014(LR 48090)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.999, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41127, Location: W.B.OVER SR 8018 (Lat: 40.638975, Lng: -75.272231), Route carried "on" structure: Interstate 78, Year Built: 2001, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 33,332 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 35,639 (year 2040), Design Load: HL 93, Features Intersected: RAMPS A&B SR8018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.804, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.60m (34.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41127, Location: W.B.OVER SR 8018 (Lat: 40.638975, Lng: -75.272231), Route carried "on" structure: Interstate 78, Year Built: 2001, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 33,332 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 35,639 (year 2040), Design Load: HL 93, Features Intersected: RAMPS A&B SR8018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.804, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.60m (34.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41283, Location: E.B. OVER SR 8018 (Lat: 40.638533, Lng: -75.272386), Route carried "on" structure: Interstate 78, Year Built: 2001, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 31,231 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 35,422 (year 2032), Design Load: HL 93, Features Intersected: RAMPS A&B SR 8018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.822, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41283, Location: E.B. OVER SR 8018 (Lat: 40.638533, Lng: -75.272386), Route carried "on" structure: Interstate 78, Year Built: 2001, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 31,231 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 35,422 (year 2032), Design Load: HL 93, Features Intersected: RAMPS A&B SR 8018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.822, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41298, Location: 0.2MI S. OF SR2007 (Lat: 40.648228, Lng: -75.283808), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 45,588 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 52,328 (year 2032), Design Load: HS 20, Features Intersected: FARM ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Culverts: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 41298, Location: 0.2MI S. OF SR2007 (Lat: 40.648228, Lng: -75.283808), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 45,588 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 52,328 (year 2032), Design Load: HS 20, Features Intersected: FARM ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Culverts: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 41299, Location: OVER HOPE ROAD (Lat: 40.648514, Lng: -75.284089), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 22,527 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 24,676 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41299, Location: OVER HOPE ROAD (Lat: 40.648514, Lng: -75.284089), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 22,527 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 24,676 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.858, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 413, Location: OVER HOPE ROAD (Lat: 40.648281, Lng: -75.284278), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 23,061 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 27,652 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 413, Location: OVER HOPE ROAD (Lat: 40.648281, Lng: -75.284278), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 23,061 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 27,652 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41306, Location: FREEMANSBURG AVE INTER. (Lat: 40.652794, Lng: -75.287356), Route carried "on" structure: State highway , Year Built: 2001, Year Reconstructed: 2017, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 15,064 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 20,378 (year 2036), Design Load: HS 20, Features Intersected: PA 33, Facility Carried by Structure: SR 2018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.255, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 20 degrees, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 40.6m (133.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41306, Location: FREEMANSBURG AVE INTER. (Lat: 40.652794, Lng: -75.287356), Route carried "on" structure: State highway , Year Built: 2001, Year Reconstructed: 2017, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 15,064 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 20,378 (year 2036), Design Load: HS 20, Features Intersected: PA 33, Facility Carried by Structure: SR 2018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.255, Lanes on structure: 5, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 20 degrees, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 40.6m (133.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41393, Location: GENE HARTZELL BRIDGE (Lat: 40.642514, Lng: -75.277617), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 57.09m (187.30ft), Average Daily Traffic: 45,588 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 52,328 (year 2032), Design Load: HS 25 or greater, Features Intersected: RIVER,CANAL,NORF/SOUTH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 181.1m (594.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 58.00m (190.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2019, Critical Feature Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41393, Location: GENE HARTZELL BRIDGE (Lat: 40.642514, Lng: -75.277617), Route carried "on" structure: State highway 33, Year Built: 2001, Status: Open, Structure Length: 57.09m (187.30ft), Average Daily Traffic: 45,588 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 52,328 (year 2032), Design Load: HS 25 or greater, Features Intersected: RIVER,CANAL,NORF/SOUTH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 181.1m (594.2ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 58.00m (190.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2019, Critical Feature Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 44166, Location: Easton (Lat: 40.672014, Lng: -75.177936), Route carried "on" structure: Interstate 78, Year Built: 1989, Status: Open, Structure Length: 37.37m (122.60ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.563, Lanes on structure: 3, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 69.5m (228.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44166, Location: Easton (Lat: 40.672014, Lng: -75.177936), Route carried "on" structure: Interstate 78, Year Built: 1989, Status: Open, Structure Length: 37.37m (122.60ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.563, Lanes on structure: 3, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 69.5m (228.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 44168, Location: EASTON (Lat: 40.672297, Lng: -75.177756), Route carried "on" structure: Interstate 78, Year Built: 1989, Status: Open, Structure Length: 37.37m (122.60ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.563, Lanes on structure: 3, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 69.5m (228.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44168, Location: EASTON (Lat: 40.672297, Lng: -75.177756), Route carried "on" structure: Interstate 78, Year Built: 1989, Status: Open, Structure Length: 37.37m (122.60ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.563, Lanes on structure: 3, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 69.5m (228.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45614, Location: 0.25 MI NW OF DELAWARE R. (Lat: 40.675600, Lng: -75.180800), Route carried "on" structure: Interstate 78, Year Built: 1986, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: SR 611
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.402, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45614, Location: 0.25 MI NW OF DELAWARE R. (Lat: 40.675600, Lng: -75.180800), Route carried "on" structure: Interstate 78, Year Built: 1986, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 26,700 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 31,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: SR 611
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.402, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45615, Location: 0.24 MI NW OF DELAWARE R. (Lat: 40.675300, Lng: -75.181100), Route carried "on" structure: Interstate 78, Year Built: 1986, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 32,500 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 40,000 (year 2038), Design Load: HS 25 or greater, Features Intersected: SR 611
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.402, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45615, Location: 0.24 MI NW OF DELAWARE R. (Lat: 40.675300, Lng: -75.181100), Route carried "on" structure: Interstate 78, Year Built: 1986, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 32,500 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 40,000 (year 2038), Design Load: HS 25 or greater, Features Intersected: SR 611
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.402, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: Local Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47416, Location: NE OF CHESTNUT HILL (Lat: 40.722803, Lng: -75.204144), Route carried "on" structure: City street 810, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2020), Design Load: HS 20, Features Intersected: TRIB. TO DELAWARE RIVER, Facility Carried by Structure: MEADOW LANE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 47416, Location: NE OF CHESTNUT HILL (Lat: 40.722803, Lng: -75.204144), Route carried "on" structure: City street 810, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2020), Design Load: HS 20, Features Intersected: TRIB. TO DELAWARE RIVER, Facility Carried by Structure: MEADOW LANE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020